My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001041
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
1245
>
3500 - Local Oversight Program
>
PR0544236
>
ARCHIVED REPORTS XR0001041
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/6/2019 6:35:25 PM
Creation date
3/6/2019 4:16:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001041
RECORD_ID
PR0544236
PE
3526
FACILITY_ID
FA0024238
FACILITY_NAME
JM EQUIPMENT COMPANY
STREET_NUMBER
1245
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323034
CURRENT_STATUS
02
SITE_LOCATION
1245 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
150
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
C7010gl al Teckwilm Page 3 <br /> Dual Phase Extraction Pilot Test Report <br /> Project No 723 2 <br /> November 12,2004 <br /> 2.0 MONITORING WELLS <br /> SJC/EHD approved the installation of three groundwater observation wells in order to <br /> monitor the ISCO process Wells GP-1, GP-2 and GP-3 were placed approximately 13, 22 <br /> and 45 inches, respectively, from the injection well MW-9 These short distances were <br /> necessary to determine the radius of influence of injected chemicals in well MW-9 through <br /> the predominantly clayey soils at the site <br /> ' 2.1 Observation Well Installation <br /> Prior to commencing work, a soil boring/observation well permit was secured and the <br /> SJC/EHD was notified at least 48 hours in advance The subsurface was cleared of <br />' underground utilities by notifying Underground Service Alert <br /> On February 5, 2004, V & W Drilling of Isleton, California mobilized to the site to install <br />' monitoring wells GP-1, GP-2 and GP-3 The borings were drilled to a depth of 19 5 feet <br /> below grade surface (bgs) using a six-inch outside diameter continuous flight hollow stem <br /> auger In each borehole the augers were left in place and then a GeoprobeTM ng was used to <br /> advance the boreholes to a depth of 30 feet bgs The borings were not logged during drilling <br /> due to their proximity to existing on site wells <br />' The wells were constructed with pre-fabricated GeoprobeTM wells The wells are 3/a" <br /> schedule 80 PVC with two (2), flush thread, five--foot screened sections The screened <br /> sections are surrounded with a factory packed 20/40 mesh sand A #3 sand was used to <br /> extend the filter pack above the pre-fabricated sections by 0 5 — 1 feet The following table <br /> includes the wells' construction details <br /> Well No. Diam./TD Screen Slot Sand Pack Transition Grout Seal <br /> (in/ft) Interval (ft) (in) (ft) Seal (ft) (ft) <br /> GP-1 3/4'/28' 18—28' 0 010 17 —28' 14 - 17' 14'-surface <br />' GP-2 3/4"129 5' 19 5 —29 5' 0 010 19 — 30' 16 - 19' 16'-surface <br /> GP-3 3/4"/30' 20- 30' 0 010 19 — 30' 16 - 19' 16'-surface <br /> A transition seal of bentonite chips was installed above the sand(#3) filter pack, hydrated and <br /> allowed to set for thirty minutes The surface seal was achieved by pouring a neat cement <br />' grout (augmented with <5% bentonite) into the borehole while the auger flights were <br /> removed The wells were secured with flush mounted traffic rated well boxes <br />' The well construction details are shown on the boring logs included in Appendix B <br />
The URL can be used to link to this page
Your browser does not support the video tag.